Attach 19 Seed Project SOW - Revision 2 - 28 Oct 2020.pdf

STATEMENT OF WORK

CONSTRUCT MUNS WASH RACK

PROJECT NUMBER: 1072189

Revision 2

29 October 2020

1. OVERVIEW

The project consists of using investigative, design, and construction services to construct a wash rack facility at the approximate location shown to the south of Building 7154. The work includes locating and connecting to existing utilities, site work, construction, and installation and testing of equipment. Final design and construction to be compliant with all applicable codes and provide for a complete and functional facility.

2. OBJECTIVE

The following services are to be provided:

2.1. Investigative (Bid Item 0001). Investigate and confirm the existing conditions in and around the existing facility to include all surveying, utility locates, site visits, and records research as needed to design the project. Soil testing shall be conducted during the investigative phase detailed below in Section 3.1 and 3.2 after NTP to 95% design and contract award.

2.2. Design (Bid Item 0002). Provide design related services for the construction of the project.

2.3. Construction (Bid Item 0003). Provide construction of the Wash Rack as defined by, but not limited to, the following features, which shall be included in the 65% design submittal:

2.3.1. See Appendix A for general location of new wash rack.

2.3.2. Pre-engineered style building. Masonry construction will not be accepted for the structure, except where stated otherwise in this Statement of Work.

2.3.3. Coating to protect structural steel members and fasters from corrosion due to high moisture inside the wash bay. Coating shall be a manufacturer’s standard primer applied according to the manufacturer’s instructions and specifications, and two coats of high-performance epoxy paint.

2.3.4. Minimum 72’ x 25’ building area.

2.3.5. Minimum 72’ x 18’ bay area for washing. Bay area for washing shall be within the minimum building area above, not in addition to.

2.3.6. Minimum 16’ height clearance from floor in washing area.

2.3.7. Minimum 4’ deep foundation walls with spread footings on select SDOT-grade fill. (Foundation design to be dependent on soil testing found during the investigative phase after award of the contract detailed below in Section 3.1 and

3.2 and NTP to 95% is given. Contractor proposals for MACC source selection

Solicitation: FA469020R0005 Attachment 19 shall only be technically evaluated on 4’ deep foundations on spread footings detailed above.)

2.3.8. Standing seam metal roof. Medium bronze color. Color to be approved by government. Roof panels to be 24 gauge.

2.3.9. Roof pitch 3:12.

2.3.10. 24” overhang roof eaves with metal soffit.

2.3.11. Gutters and open faced downspouts adequately sized and anchored to the building. Provide splash blocks for downspouts to empty to.

2.3.12. Snow guards mechanically attached to metal roof ribs.

2.3.13. Exterior compatible with surrounding facilities.

2.3.14. 8”x8”x16” Concrete masonry unit wainscot for the first 48” of exterior walls.

2.3.15. Ribbed metal sheeting exterior walls on top of CMU wainscot. 24 gauge steel and light tan color. Color to be approved by government.

2.3.16. Insulated R19 walls and R30 roof minimum. Fiberglass insulation, batt or blow in, will not be accepted. Rigid insulation or spray in foam insulation is preferred.

2.3.17. Interior water proof panels to protect the walls and ceiling from water spray.

2.3.18. Two (2) 14’ wide by 16’ tall, coiling, metal, insulated, powered garage doors.

2.3.19. Coiling garage doors to be installed on the interior of the wash rack.

2.3.20. 4” Concrete bollards protecting garage door entrances. Provide at both entrance and exit doors. Painted to match exterior door colors. Color to be approved by the government.

2.3.21. Weather stripping around garage doors.

2.3.22. Two (2) exterior metal doors to allow for personnel entry in wash rack near roll up garage doors.

2.3.23. Best Lock 7 pin cylinders and cores for all doors.

2.3.24. Concrete stoop by personnel doors

2.3.25. Sloped 6” reinforced concrete slab on grade floor.

2.3.26. Provide epoxy floor coating with embedded grit for slip resistance on top of concrete floor. Contractor shall use Tennant Co. Eco-HTS 100™ or equal for the top coat and Eco-Crete SF/B™ or equal for the overlay coat. The complete coating system shall be supplied by the same manufacturer. See Appendix B for salient features. The contractor must prove a substitute product meets all of these features to qualify as “or equal” for this project. Coating system shall be applied IAW manufacturer’s instructions.

2.3.27. Trench drain for washing area and connected to sanitary sewer.

2.3.28. Grit interceptor to protect lift station pumps and preferably located on the interior of the wash rack.

2.3.29. Exhaust fan for wash area near roof level with start/stop switch in wash area.

2.3.30. Indirect gas fired heating unit to prevent freezing in wash rack. Interlocked with exhaust fan. Heater shall be sized to maintain 65 degrees in the wash rack.

2.3.31. Local controls for exhaust fan in wash area.

2.3.32. Ensure ease of access to heating unit for maintenance personnel.

2.3.33. Outdoor air intake for heating unit shall be protected from the prevailing northwest wind. Locate outdoor air intake preferably pointing south.

2.3.34. Heat to be supplied near floor level. Prevent water from pooling in supply air diffusers.

Solicitation: FA469020R0005

2.3.35. Tie into base EMCS (Honeywell). Provide monitoring and control for room temperature including low temperature alarm. Also provide controls for gas heater.

2.3.36. Back flow preventer for water service.

2.3.37. Hose bibs for connection to pressure washers, detergent mixer, and other washing equipment.

2.3.38. Provide exhaust vent, gas, water, combustion air, and electricity for self-contained hot water pressure washer. See section 2.4.1. for pressure washer.

2.3.39. Identify and structurally reinforce a ceiling location where the car wash ceiling boom will be mounted.

2.3.40. Small mechanical room for heating unit, electrical panel, water service entrance, space for a 55 gallon detergent tank, and pressure washer equipment.

2.3.41. Interior and exterior access to mechanical room.

2.3.42. Penetrations through mechanical room for pressure washer hoses.

2.3.43. Provide building grounding system.

2.3.44. Lightning protection system at recommendation of Designer of Record based on risk assessment analysis.

2.3.45. Provide electrical outlets in wash rack for equipment. Include a minimum of 4

120v courtesy receptacles around the perimeter of the wash bay. Provide outlets rated for use in wash racks and near water. Provide covers for outlets not in use to better protect against water spray. Electrical equipment in the wash bay requires NEMA 4 ratings.

2.3.46. Adequate LED lighting illuminating exterior entrances.

2.3.47. Adequate LED interior lighting illuminating entire building.

2.3.48. Gas utility meter. Meter shall be a Dresser Roots meter.

2.3.49. Shutoff for gas service.

2.3.50. Water utility meter. Meter shall be Badger dial type flow through meter.

2.3.51. Curb stop for water service.

2.3.52. Dedicated electrical utility meter for the wash rack. Meter shall be Itron Centron appropriately sized for building.

2.3.53. All meters shall tie into the base automated reading system and be pulse capable.

2.3.54. All site work as to provide proper drainage.

2.3.55. Minimum 6” concrete roadways on min 6” aggregate base course and 8” min depth scarified and re-compacted subgrade entering and leaving wash rack.

Roadway design to be dependent on soil testing and site conditions found during the investigative phase after award detailed below in Section 3.1 and 3.2. of the contract and NTP to 95% is given.

2.3.56. New concrete roadways dowelled to existing roadways

2.3.57. Allow for tandem MHU-110 trailers to access and leave wash rack. Turning radius of tandem MHU-110 trailers is 45 degrees.

2.3.58. Prior to and during construction the contractor shall have an erosion control plan in place.

2.3.59. Contractor shall provide seeding, fertilizing, mulching, importing and placing of

3” topsoil on all grassed areas disturbed by construction.

2.3.60. A vehicle tracking control or stabilized rock construction entrance shall be constructed for vehicles entering the work site.

1101674696C Highlight

2.3.61. Due to the proximity and operations near the airfield the contractor shall actively control Foreign Object Debris (FOD) during the entirety of construction. The contractor shall be responsible for keeping Tyndall Road and all access roads free of FOD from the construction area.

2.3.62. During construction the contractor shall at a minimum provide concrete tests and soil compaction tests as recommended by the Designer of Record.

2.4. Furniture, Fixtures, and Equipment (Bid Item 0004). Provide and install the following, but not limited to, FF&E items and features.

2.4.1. Aaladin Series 71-530 heated power washer or equal. See Appendix C for pressure washer required salient features.

2.4.2. Remote control for pressure washer centrally located in wash area.

2.4.3. Provide 2 pressure washer wands/guns for simultaneous use.

2.4.4. Ceiling Boom for pressure washer hoses and 2 pressure washer wands/guns.

Ensure connections are compatible with pressure washer hoses.

2.4.5. Provide hoses for pressure washer capable of reaching entire wash area. The hose reels shall be mounted on each of the long, 72’ sides of the wash bay, so users have access to a pressure wand on either side of the wash bay.

2.4.6. Wall mount hose reels.

2.4.7. Pressure washer wand/gun wall mounts for hanging and storage.

2.4.8. Water Softener sized to support pressure washer.

3. GENERAL REQUIREMENTS AND INFORMATION

3.1. Submittals – For this Seed project only, we are altering the typical process. The 65% Design Submittal package required to be submitted as Volume II, Technical Factor, is required from all offerors responding to the MACC solicitation. Certain assumptions need to be made in order to submit the 65% Design Submittal without knowing results from the Investigative phase. As long as the assumptions do not affect a critical evaluation element identified in Attachment 22, Seed Project Design Requirements, the offeror shall list the assumptions made and include them in their Specifications. If selected for award of the task order to construct this wash rack, the successful offeror shall be required to then complete the investigative phase. Based on the results of the investigative phase and comments from the Government review, the contractor shall incorporate needed changes into the 95% Design submittal. The submittal schedule for this project is:

3.1.1. 65% Design Submittal.

3.1.2. Investigative Submittal.

3.1.3. 95% Design Submittal.

3.1.4. 100% Design Submittal.

3.2. Period of Performance

Solicitation: FA469020R0005

3.2.1. The 65% submittal and investigative submittal is due at the time of proposal submission in response to solicitation FA469020R0005.

3.2.2. Upon award of the task order for the seed project, the Government will issue a NTP for Investigative phase. The contractor shall have 45 days to complete their investigation and submit their report

3.2.3. The Government will have 21 days to review the Investigative submittal and the 65% Design submittal and provide comments/conduct design review meeting and issue next level of design Notice to Proceed or reject the submittal.

3.2.4. The contractor shall have 30 days to complete the 95% submittal after receipt of the Notice to Proceed.

3.2.5. The Government shall have 21 calendar days from receipt of the 95% design to review and provide comments/conduct design review meeting and issue next level of design Notice to Proceed or reject the submittal.

3.2.6. The 100% design submittal is due 7 calendar days after the Notice to Proceed is given after the 95% review meeting.

3.2.7. The Government shall have 7 calendar days from receipt of the 100% design to review and provide comments/conduct design review meeting and either accept or reject the submittal.

3.2.8. The construction period shall be 180 calendar days from receipt of NTP. The contractor shall not begin work until they are certain the work will continue uninterrupted through completion except for weekends, holidays, or unusually severe weather. There shall be no extended periods of delay in on-site work after work has begun.

3.2.9. The As-built drawings deliverable shall be in accordance with the General Provisions, Attachment 1.

3.3. The following is a minimum listing of drawings to be provided by the contractor at the 65% Design Submittal. Drawings shall be standard D size drawings (24” x 36”).

3.3.1. Cover Sheet

3.3.2. Site Survey

3.3.3. Existing Utilities

3.3.4. Existing/Final Site & Grading Plan(s)

3.3.5. Stormwater Protection and Erosion Control Plan

3.3.6. Underground Utility Plan

3.3.7. Utility Details

3.3.8. Floor Plan

3.3.9. Structural Plans and Details

3.3.10. Architectural Elevations

3.3.11. Wall Sections and Details

3.3.12. Door Schedule

3.3.13. Room Finish Schedule

3.3.14. Mechanical Plans, Schedules, and Details

3.3.15. Plumbing Riser Diagram

3.3.16. Power and Lighting Plan

Solicitation: FA469020R0005

3.4. Calculations – The following is a minimum listing of calculations to be provided at the 65% Design Submittal:

3.4.1. Structural Wind/Snow Loads

3.4.2. Heating/Ventilation Loads

3.4.3. Electrical Loads

3.4.4. Lightning Protection Risk Analysis and Recommendation

3.5. Specifications shall be in UFGS format. The following is a minimum listing of specifications to be provided at the 65% Design Submittal:

3.5.1. 001000 EAFB Special Provisions

3.5.2. 001300 EAFB Submittal Procedure

3.5.3. Submittal Schedule

3.5.4. 001700 Contract Closeout

3.5.5. 01800 Ellsworth Environmental Provisions

3.5.6. Cast-In-Place Concrete

3.5.7. CMU Wainscot

3.5.8. Trench Drain

3.5.9. Metal Building Systems

3.5.10. Metal Wall and Roof Panels

3.5.11. Door Hardware

3.5.12. Overhead Coiling Doors

3.5.13. Earthwork

3.5.14. Seeding

3.5.15. Aggregate Base Course

3.5.16. Portland Cement Concrete for Roads

3.5.17. Water Utility

3.5.18. Sewer Utility

3.5.19. Gas Utility

3.5.20. HVAC

3.5.21. Electrical

3.6. Work required is performed in restricted areas. Escorts will be required.

3.7. The MUNS area is evacuated during lightning events. During these events the contractor is required to leave the MUNS area.

3.8. Working hours in the MUNS area will be Monday-Friday from 0700-1600. Work outside these hours shall be coordinated a head of time and will be reviewed on a case by case basis.

3.9. Restrooms are not available for contractor use.

3.10. Utility outages required to facilitate the work must be scheduled and coordinated per

Solicitation: FA469020R0005 the general requirements of the MACC Contract.

3.11. Digging Permit will be required.

3.12. The government may occupy some of the site during the construction period.

Cooperate with the Government during construction operations to minimize conflicts and facilitate Government usage. Perform the work so as not to interfere with the Government’s operations.

3.13. Testing shall be in accordance with the project specifications.

3.14. A storage area will be available for the contractor’s use. The location will be determined and given to the contractor at the preconstruction meeting. The contractor shall be responsible for any storage trailers and/or temporary fencing needed and for restoring storage areas to pre-construction status upon completion of construction.

3.15. AF Form 1354 (Real Property Check List). Contractor is required to fill out an initial, interim, and final AF Form 1354 on all Projects at Ellsworth AFB in accordance with UFC 1-300-08. A Draft AF Form 1354 will be presented to the contractor at the PRECON by the 28 CES Project Manager. It will include the real property line items of accounting requiring capitalization and the units of measure. The contractor will complete and submit for Government approval the Draft AF Form 1354 within 30 calendar days of the pre-con with the number of units and costs. An Interim AF Form 1354 reflecting the Draft and any changes in scope and costs shall be submitted for Government approval 30 calendar days prior to Beneficial Occupancy to include partial Beneficial Occupancy. The Final AF Form 1354 shall be submitted for Government approval no later than 10 calendar days following Project Closeout.

4. APPENDICES

4.1. Appendix A – Site Location

4.2. Appendix B – Anti-Slip Flooring Salient Features - Updated

4.3. Appendix C – Pressure Washer Salient Features.

Solicitation: FA469020R0005

Appendix A

- General location of wash rack

- Do not block access roads to Building 7154

Solicitation: FA469020R0005

APPENDIX B

ANTI-SLIP FLOORING SALIENT FEATURES

CONSTRUCT MUNS WASH RACK

Rev 1

28 Oct 2020

1. Contractor shall apply floor coating system in accordance with manufacturer’s instructions.

2. Install Cementicious Overlay: Use Tennant Eco-Crete SF/B™, Tennant Eco-TC & Tennant Eco-HTS™ 100.

Overlay Coating Salient Features: Tennant Eco-CFO/B™. A three-component cementicious overlay system.

1.Compressive Strength, ASTM D579

a. 8500 psi or 59 mPa

2.Volatile Organic Compound (VOC), ASTM D3960

a. 0.0 lb/gal or 0 g/L

3.Water Absorption, ASTM C 413

a. 1. < 0.1%

3. Mix according to manufacturer’s instructions.

4. Install Eco-Crete SF at 1/4 “ thickness

5. Broadcast to rejection with decorative quartz at 2 lbs/ ft2

6. Install Tennant Eco-TC topcoat

7. Install Urethane Topcoat, Color White: Tennant Eco-HTS 100TM – 0.04 lb/gal or 5 g/L, VOC-Compliant, Satin Urethane Topcoat to encapsulate quartz aggregate.

Top Coating Salient Features: Tennant Eco-HTS100TM – 5 g/L, VOC Compliant, Satin Urethane Topcoat. A three-component moisture-cure urethane.

1.NFSI, National Floor Safety Institute, Certified High Traction 501 (c) (3).

1. König Hardness 93mil film resin only 171.3

2. Volatile Organic Compound (VOC), ASTM D3960

a. 0.04 lb/gal or 5 g/L

3. Abrasion Resistance, ASTM D4060

a. 18 mg loss @ 1000 revolutions

4. Tensile Strength , ASTM D2370

a. 6,250 PSI, 43,088 kPa

5. Percent Elongation, ASTM D2370

a. 6%

6. Percent Solids

a. Part A - 99.35%

b. Part B - 59.23%

c. Part C - 100%

d. Mixed - 94%

8. Mix and apply according to manufacturer’s instructions.

9. Apply Eco-HTS™ 100 at the rate of 200 ft2/gal.

10. Allow coating to dry per manufacturer’s instructions.

Solicitation: FA469020R0005

Appendix C

AALADIN SERIES 71-530HE SALIENT FEATURES

CONSTRUCT MUNS WASH RACK

71 Series Features:

• ETL Listed

• Heavy Duty Totally Enclosed Steel Cabinet

• Heavy Duty Formed Steel Legs

• Durable Hi-Gloss Powder Coated

• Automotive Quality Paint Finish

• Easy Access Latching and Removable

• Steel Compartment Covers

• Watertight Electrical Panel

• Full Laminate High Visibility

• Control Panel Overlay

• Diagnostic Control Monitoring Lights

• Hour Meter with Break-In and Oil Change Alerts

• Adjustable Temperature Control

• Automatic Shutdown Timer

• Low Water Shut-Off Protection

• Patent Pending AaLadin Exchange Technology

• Exclusive Highly Efficient Combustion

• High Efficiency Heat Exchange Technology

• Chamber Design

• Rear Exhaust Port for 4” or 5" CPVC

• Stack Pipe

• Heating Coil Constructed of ASTM A53

• Schedule 80 Steel Pipe

• Electronic Ignition

• High-Limit Temperature Control

• Pressure Relief Valve

• Triplex Belt Driven Pressure Pump

• Exclusive Low Pressure Manifold Plumbing

• JIC Fittings Assuring Leak Free Connections

• Stainless Steel Float Tank

• Calibrated Detergent Mixing Valve

• Soap Solenoid

• Trigger Gun Control

• Wire Braid Discharge Hose

• Quick Coupled Stainless Steel Nozzles

• Clutch Integrated Pump System

• Two-gun Operation

Solicitation: FA469020R0005

• Remote Control

• Machine Stand

MODEL 71-523 71-530 71-625 71-630

Flow Output (GPM) 5 5 6 6

Pressure Ratings (PSI) 2300 3000 2500 3000

Max Output Temperature 190° 190° 190° 190°

Cleaning Comparison Index(1) 21,720 24,807 27,174 29,768

Motor Horsepower 8 or 7.5 10 15 15

Volt 230/440 230/440 230/440 230/440

Amp 40/20/15 50/25/15 60/40/20 60/40/20

Phase 1 or 3 1 or 3 1 or 3 1 or 3

INPUT BTU'S - NG 320,000 320,000 440,000 440,000

INPUT BTU'S - LP 306,016 306,016 420,772 420,772

FUEL CONSUMPTION

(CFH)(2) 192 192 264 264

FUEL CONSUMPTION

(LBH)(2) 9.11 9.11 12.52 12.52

STACK SIZE 4" CPVC 4" CPVC 5" CPVC 5" CPVC

DISCHARGE HOSE 3/8" x 50' 3/8" x 50' 3/8" x 50' 3/8" x 50'

Length 32" 32" 32" 32"

Width 48" 48" 48" 48"

Height 52.5" 52.5" 52.5" 52.5"

Approximate Weight

(LBS) 887 912 1017 1017

Solicitation: FA469020R0005

A Closer Look at the Features:

• ETL Listed

• Easy Access Latching/Removing Steel

Compartment Covers

• Watertight Electrical Panel

• Laminate High Visibility Control Panel Overlay

• Hour Meter w/Break-In & Oil Change Alerts

• Automatic Shutdown Timer

• Low Water Shut-Off Protection

• Patented AaLadin Exchange Technology

Series

Configured for you by

SPECIFICATIONS

Model GPM PSI HP Drive Volt AMP Ph. BTU

NG/LP

Stack Size (1)

L W H LBS.

71-403-S 3 300 .75 Belt 115 20 1 440,000/420,722 4”CPVC 32” 48” 52.5” 787

71-405-S 4 500 2.3 Belt 115 20 1 440,000/420,722 4”CPVC 32” 48” 52.5” 787

71-423 4 2300 6/7.5 Belt 230/440 30/15 1/3 240,000/229,512 4”CPVC 32” 48” 52.5” 887

71-430 4 3000 8/7.5 Belt 230/440 40/20/15 1/3 240,000/229,512 4”CPVC 32” 48” 52.5” 887

71-523 5 2300 8/7.5 Belt 230/440 40/20/15 1/3 320,000/306,016 4”CPVC 32” 48” 52.5” 887

71-530 5 3000 10 Belt 230/440 50/25/15 1/3 320,000/306,016 4”CPVC 32” 48” 52.5” 912

71-625 6 2500 15 Belt 230/440 60/40/20 1/3 400,000/420,722 5”CPVC 32” 48” 52.5” 1017

71-630 6 3000 15 Belt 230/440 60/40/20 1/3 440,000/420,722 5”CPVC 32” 48” 52.5” 1017

ELECTRICAL DIMENSIONS/WEIGHTBURNER SYSTEMGENERAL

High Efficiency Stationary NG/LP Fired Pressure Washer

• ASTM A53 Schedule 80 Steel Heating Coil

• Electronic Ignition

• Pressure Relief Valve

• Low Pressure Manifold Plumbing

• JIC Fittings For Leak Free Connections

• Trigger Gun Control

• Wire Braid Discharge Hose

• Quick Couple Stainless Steel Nozzles

SINGLE CHAMBER

SINGLE CONTROL

FEATURES (not shown on breakout):

The 71-Series utilizes one heat chamber, one water pump, and a single set of controls with up to 6 GPM flow.

These are ideal for single gun operation. With a long list of exclusive features, this pressure washer is sure to exceed your particular needs and expectations.

• Operates at 98% e�ciency

• 38% fuel savings on average

• Reduces maintenance costs

• Lowers ventilation costs (CPVC)

• Reduces negative environmental impact

Solicitation: FA469020R0005

Seed Project SOW 3 Aug